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    Effects of Mix Proportion and Cyclic Loading on the Stress–Strain Behavior of a Flexible Thin Spray-On Liner under Uniaxial Compression

    Source: Journal of Materials in Civil Engineering:;2024:;Volume ( 036 ):;issue: 005::page 04024058-1
    Author:
    Yong Han
    ,
    Shuchen Li
    ,
    Jinglong Li
    ,
    Xiuwei Wang
    ,
    Chao Yuan
    ,
    Luoning Li
    DOI: 10.1061/JMCEE7.MTENG-16882
    Publisher: ASCE
    Abstract: To investigate the effects of mix proportion on the compressive mechanical properties of a flexible thin spray-on liner (TSL), a series of compression tests were performed on flexible TSL specimens with different styrene-acrylic emulsion contents (ms), cement–sand ratios (mc/mq), and fiberglass contents (mF). With an increase in ms, the compressive strength of the flexible TSL first increased and then decreased, and the TSL gradually transformed from brittle to ductile. With an increase in mc/mq, the compressive strength increased. The increase of mF improved the compressive strength and elastic modulus of the TSL. Subsequently, three cyclic loading paths were selected to study the stress–strain behavior of a flexible TSL with a fixed mix proportion. The evolution characteristics of the irreversible axial strain, elastic modulus, dissipated energy, and damage variables under different cyclic loading paths were analyzed. The development of irreversible deformation accumulation reflects the characteristics of the damage evolution process under cyclic loading. Based on the experimental results, a stress–strain model is proposed to predict the stress–strain behavior of the TSL under different cyclic loading paths. The experimental results were used to calibrate and validate this model, demonstrating that the model can effectively predict the stress–strain behavior of a flexible TSL.
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      Effects of Mix Proportion and Cyclic Loading on the Stress–Strain Behavior of a Flexible Thin Spray-On Liner under Uniaxial Compression

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4296440
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    contributor authorYong Han
    contributor authorShuchen Li
    contributor authorJinglong Li
    contributor authorXiuwei Wang
    contributor authorChao Yuan
    contributor authorLuoning Li
    date accessioned2024-04-27T22:20:25Z
    date available2024-04-27T22:20:25Z
    date issued2024/05/01
    identifier other10.1061-JMCEE7.MTENG-16882.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4296440
    description abstractTo investigate the effects of mix proportion on the compressive mechanical properties of a flexible thin spray-on liner (TSL), a series of compression tests were performed on flexible TSL specimens with different styrene-acrylic emulsion contents (ms), cement–sand ratios (mc/mq), and fiberglass contents (mF). With an increase in ms, the compressive strength of the flexible TSL first increased and then decreased, and the TSL gradually transformed from brittle to ductile. With an increase in mc/mq, the compressive strength increased. The increase of mF improved the compressive strength and elastic modulus of the TSL. Subsequently, three cyclic loading paths were selected to study the stress–strain behavior of a flexible TSL with a fixed mix proportion. The evolution characteristics of the irreversible axial strain, elastic modulus, dissipated energy, and damage variables under different cyclic loading paths were analyzed. The development of irreversible deformation accumulation reflects the characteristics of the damage evolution process under cyclic loading. Based on the experimental results, a stress–strain model is proposed to predict the stress–strain behavior of the TSL under different cyclic loading paths. The experimental results were used to calibrate and validate this model, demonstrating that the model can effectively predict the stress–strain behavior of a flexible TSL.
    publisherASCE
    titleEffects of Mix Proportion and Cyclic Loading on the Stress–Strain Behavior of a Flexible Thin Spray-On Liner under Uniaxial Compression
    typeJournal Article
    journal volume36
    journal issue5
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/JMCEE7.MTENG-16882
    journal fristpage04024058-1
    journal lastpage04024058-18
    page18
    treeJournal of Materials in Civil Engineering:;2024:;Volume ( 036 ):;issue: 005
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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